CN111115981A - Resource regeneration type constructed wetland system - Google Patents
Resource regeneration type constructed wetland system Download PDFInfo
- Publication number
- CN111115981A CN111115981A CN202010064003.7A CN202010064003A CN111115981A CN 111115981 A CN111115981 A CN 111115981A CN 202010064003 A CN202010064003 A CN 202010064003A CN 111115981 A CN111115981 A CN 111115981A
- Authority
- CN
- China
- Prior art keywords
- water
- treatment equipment
- area
- layer
- sewage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 230000008929 regeneration Effects 0.000 title claims abstract description 19
- 238000011069 regeneration method Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 88
- 239000010865 sewage Substances 0.000 claims abstract description 80
- 238000012856 packing Methods 0.000 claims abstract description 37
- 239000000945 filler Substances 0.000 claims abstract description 28
- 238000005842 biochemical reaction Methods 0.000 claims abstract description 25
- 239000010802 sludge Substances 0.000 claims abstract description 23
- 238000010992 reflux Methods 0.000 claims abstract description 7
- 238000005086 pumping Methods 0.000 claims abstract description 4
- 230000001105 regulatory effect Effects 0.000 claims abstract description 4
- 238000004062 sedimentation Methods 0.000 claims abstract description 3
- 238000000034 method Methods 0.000 claims description 26
- 230000008569 process Effects 0.000 claims description 25
- 241000196324 Embryophyta Species 0.000 claims description 21
- 239000002245 particle Substances 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims description 6
- 244000292211 Canna coccinea Species 0.000 claims description 4
- 235000005273 Canna coccinea Nutrition 0.000 claims description 4
- 239000002699 waste material Substances 0.000 claims description 4
- 239000002028 Biomass Substances 0.000 claims description 3
- 241000205578 Thalictrum Species 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 241001518821 Typha orientalis Species 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 241001280436 Allium schoenoprasum Species 0.000 claims 1
- 235000001270 Allium sibiricum Nutrition 0.000 claims 1
- 241001647091 Saxifraga granulata Species 0.000 claims 1
- 241000475042 Stolonifera Species 0.000 claims 1
- 239000003344 environmental pollutant Substances 0.000 abstract description 8
- 231100000719 pollutant Toxicity 0.000 abstract description 8
- 239000007789 gas Substances 0.000 description 18
- 244000005700 microbiome Species 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 6
- 241000361919 Metaphire sieboldi Species 0.000 description 5
- 241001465754 Metazoa Species 0.000 description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 5
- 238000001764 infiltration Methods 0.000 description 5
- 229910052760 oxygen Inorganic materials 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 230000009471 action Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 241001233061 earthworms Species 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 235000015097 nutrients Nutrition 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 244000257727 Allium fistulosum Species 0.000 description 1
- 235000008553 Allium fistulosum Nutrition 0.000 description 1
- 241000383620 Allium mongolicum Species 0.000 description 1
- 244000025254 Cannabis sativa Species 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 241000233948 Typha Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000009388 chemical precipitation Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000006266 hibernation Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 125000001477 organic nitrogen group Chemical group 0.000 description 1
- 230000037081 physical activity Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000031068 symbiosis, encompassing mutualism through parasitism Effects 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The invention discloses a resource regeneration type constructed wetland system, which comprises sewage treatment equipment and constructed wetland treatment equipment arranged above the sewage treatment equipment; the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area, a water collecting area and a gas collecting pipeline arranged above the settling area, which are connected in sequence; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation zone comprises an inclined tube filler and a sludge collection hopper, and the sludge collection hopper comprises a sludge reflux pump which is used for refluxing sludge to the biochemical reaction zone; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment; the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline connected with the water distribution tank, an air distribution pipeline connected with an air collection pipeline, an intermediate treatment component and a water outlet pool; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top. The tail gas of the sewage treatment equipment is collected and introduced into the constructed wetland treatment equipment, so that the treatment efficiency of pollutants is greatly improved, the occupied area is greatly reduced, and the investment and operation cost is reduced.
Description
Technical Field
The invention relates to a resource regeneration type constructed wetland system, and belongs to the technical field of environmental protection.
Background
Based on the characteristics of wide rural distribution and dispersed inhabitation of farmers in China, the water pollution in rural areas in China has the characteristics of small sewage discharge amount, dispersed discharge, high content of nitrogen, phosphorus and other nutrient components, large sewage discharge flow and large fluctuation of organic load and the like. Due to serious shortage of rural infrastructure construction, almost no system pipeline for collecting and conveying domestic sewage exists, and the rural farmers have weak operation and management capability. Therefore, the distributed sewage treatment technology suitable for rural areas is a technology with low investment, low energy consumption, low operation and management requirements and stable and efficient pollutant removal efficiency.
The distributed domestic sewage treatment is realized by using small sewage treatment facilities with advanced technology to realize the nearby treatment and utilization of domestic sewage. In recent years, various distributed sewage treatment facilities have been developed. The conventional treatment technologies at present comprise an earthworm ecological filter tank, an artificial wetland treatment system, an underground infiltration system, integrated sewage treatment equipment and a combined process thereof, such as an anaerobic-wetland combined process and the like.
(1) Earthworm ecological filter tank
The earthworm ecological filter tank is a new technology for treating domestic sewage by using an artificial ecosystem consisting of microorganisms, earthworms, a matrix and the like, and improves the sewage treatment efficiency by using the decomposition and absorption action of the earthworms on the sewage and sludge, the creeping property and the like. The earthworm ecological filter tank has the advantages of small tank capacity, energy conservation, easiness in operation, convenience in maintenance and management and the like, but the staged water outlet is unstable due to the habit of earthworm hibernation.
(2) Constructed wetland treatment system
The artificial wetland treatment system is a comprehensive ecological system for treating sewage and sludge by utilizing the physical, chemical and biological synergistic effects of soil, artificial media, plants and microorganisms, pollutants are degraded and removed by applying the principles of species symbiosis, material circulation regeneration and structural and functional coordination in the ecological system, and the artificial wetland treatment system has the characteristics of simple structure, less investment, easiness in maintenance, low operation cost and environment beautification, but also has the defects of easiness in blockage of matrix fillers, low-temperature treatment efficiency, large floor area, low treatment load and the like.
(3) Subsurface infiltration system
The subsurface infiltration system is an artificially reinforced sewage ecological treatment system, and sewage enters the subsurface infiltration system and then diffuses and moves under the action of gravity and soil capillary management, and is purified through physical interception, physicochemical adsorption, chemical precipitation, microbial degradation, animal and plant action and the like. The subsurface infiltration system has the characteristics of low investment, low operating cost, easy maintenance and management, no influence on ground landscape and the like, but has poor TN removal effect and needs to take certain measures.
(4) Integrated sewage treatment equipment
The integrated sewage treatment equipment realizes the purification of the distributed sewage to reach the standard by effectively integrating various water treatment processes, and the adopted main process is mainly an A/O (anaerobic-aerobic activated sludge process) process. With the continuous improvement and diversification requirements of sewage treatment, MBR (membrane bioreactor) process and SBR (sequencing batch reactor) process are also used as main processes in integrated sewage treatment equipment. The device is simple to maintain, convenient to operate and manage, and stable and high in effluent quality. However, odor generated in the biochemical treatment process of the integrated sewage treatment equipment can overflow the air, so that peculiar smell is generated, the surrounding environment is affected, and even the normal life of surrounding residents can be affected.
(5) Integrated sewage treatment equipment-artificial wetland combined process
The integrated sewage treatment equipment-artificial wetland combined process is a combined process for deeply treating sewage treated by the integrated sewage treatment equipment by introducing the sewage into an artificial wetland, and the combination of the sewage and the artificial wetland can remove pollutants to a greater extent, so that the quality of effluent reaches a higher standard. However, the constructed wetland needs to be built in a circle, so that the land area is greatly occupied, the odor emission of the integrated sewage treatment equipment is not solved, and the natural environment is still adversely affected to a certain extent.
Disclosure of Invention
In order to solve the technical problems, the invention provides a resource regeneration type constructed wetland system, which solves the defects of the technology and achieves the purposes of fully utilizing wastes, improving the treatment efficiency of a device, reducing the operation cost, reducing the occupied area and being convenient to operate and manage.
The invention provides a resource regeneration type artificial wetland system, which comprises sewage treatment equipment and artificial wetland treatment equipment, wherein the artificial wetland treatment equipment is arranged above the sewage treatment equipment;
the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area and a water collecting area which are connected in sequence, and a gas collecting pipeline arranged above the sewage treatment equipment; the adjusting area is used for homogenizing water quantity and water quality, and the upper end of the adjusting area is provided with a filter frame; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation area comprises an inclined tube filler and a sludge collecting hopper which is used for carrying out sludge-water separation on the sewage, and the sludge collecting hopper comprises a sludge reflux pump which is used for refluxing the sludge to the biochemical reaction area; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment;
the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline, an air distribution pipeline, an intermediate treatment component and a water outlet pool; the water distribution pipeline is connected with the water distribution tank, and the gas distribution pipeline is connected with the gas collection pipeline; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top, and the water distribution pipeline and the gas distribution pipeline are arranged between the impermeable layer and the packing layer; the water outlet pool is connected with the ecological layer.
Further, the biochemical reaction area adopts one of A2/O process, A/O process and multi-stage A/O process.
Furthermore, a biological filler is arranged in the biochemical reaction tank, and the filler is a porous high molecular polymer.
Furthermore, the packing layer sequentially comprises a first packing layer, a second packing layer and a third packing layer from bottom to top, and the particle sizes of the packing in the first packing layer, the second packing layer and the third packing layer are sequentially reduced.
Further, the filler is waste biomass porous filler.
Furthermore, the thickness of the packing layer is 0.6-1 m.
Furthermore, a valve is arranged between the water distribution tank and the water distribution pipeline, and the valve is arranged in the valve well.
Furthermore, a plurality of uniformly distributed small holes are arranged on the water distribution pipeline and the air distribution pipeline.
Furthermore, the ecological layer comprises a water soil layer and a plant planting layer, and the plant planting layer is used for planting aquatic plants.
Further, the aquatic plant comprises at least one of typha orientalis, allium mongolicum regel, thalictrum ramosissimum, drocalamus latiflorus and canna indica.
Furthermore, the ecological layer also comprises animals.
The invention has the beneficial effects that:
1. the tail gas of the sewage treatment equipment is collected and introduced into the constructed wetland treatment equipment, so that the treatment efficiency of the constructed wetland system on pollutants is greatly improved, compared with the traditional wetland treatment, the pollution load is greatly improved, the occupied area is greatly reduced, and the investment and operation cost can be greatly reduced;
2. the tail water of the sewage treatment equipment is subjected to standard improvement, the problem of tail gas odor generated by the sewage treatment equipment can be solved, and the surrounding natural environment is improved;
3. the sewage treatment equipment is deeply buried under the wet ground, so that a good heat preservation effect can be achieved, and the treatment efficiency is ensured.
Drawings
Fig. 1 is a schematic structural view of a resource regeneration type constructed wetland system of the present invention.
FIG. 2 is a schematic diagram of the structure of the intermediate processing assembly of the present invention.
The reference numbers in the figures illustrate: 1. the device comprises a sewage treatment device, 11, a regulation area, 111, a filter frame, 112, a water inlet pipe, 113, a sewage lifting pump, 12, a biochemical reaction area, 121, biological fillers, 13, a settling area, 131, inclined pipe fillers, 132, a sludge collecting hopper, 133, a sludge reflux pump, 14, a water collecting area, 141, a water pump, 15, a gas collecting pipeline, 2, an artificial wetland treatment device, 21, a water distribution tank, 22, a water distribution pipeline, 23, a gas distribution pipeline, 24, an intermediate treatment component, 241, an impermeable layer, 242, a filler layer, 2421, a first filler layer, 2422, a second filler layer, 2423, a third filler layer, 243, an ecological layer, 2431, a soil-water layer, 2432, a plant planting layer, 25, a water outlet pool, 26, a valve, 261, a valve well, 3 and a support frame.
Detailed Description
The present invention is further described below in conjunction with the following figures and specific examples so that those skilled in the art may better understand the present invention and practice it, but the examples are not intended to limit the present invention.
As shown in fig. 1 and 2, the resource regeneration type artificial wetland system comprises a sewage treatment device 1 and an artificial wetland treatment device 2, wherein the sewage treatment device 1 is fixed by a support frame 3, the artificial wetland treatment device 2 is arranged right above the sewage treatment device 1:
the sewage treatment equipment 1 comprises a regulating area 11, a biochemical reaction area 12, a settling area 13 and a water collecting area 14 which are connected in sequence, and a gas collecting pipeline 15 arranged above the sewage treatment equipment;
the adjusting area 11 is positioned at the leftmost end of the sewage treatment equipment and is used for homogenizing water quantity and water quality; the upper end of the adjusting area 11 is provided with a filter frame 111 for removing large-particle pollutants in the incoming water; the left side of the filter frame 111 is provided with a water inlet pipe 112 which is connected with incoming water to be treated, and the self-flowing or pump lifting mode can be selected according to specific terrain conditions; the right end of the adjusting area is provided with a sewage lifting pump 113 for lifting sewage to the back end biochemical reaction tank.
The biochemical reaction area 12 is a biochemical reaction tank provided with biological packing 121, and the adopted process is one of an A2/O process, an A/O process and a multi-stage A/O process, which can be selected according to the requirements of incoming water and outgoing water. The biochemical reaction tank adopts high molecular polymer as the filler, and is manufactured by special processes such as melting with mineral substances, foaming and the like, and the biochemical reaction tank has an inorganic porous structure and large specific surface area.
The settling zone 13 comprises an inclined tube filler 131 and a sludge collecting hopper 132, the sludge collecting hopper 132 is arranged below the inclined tube filler 131 and used for carrying out sludge-water separation on sewage, and the sludge collecting hopper 132 comprises a sludge return pump 133 and used for returning sludge to the biochemical reaction zone 12 and periodically supplementing microorganisms to the biochemical reaction tank.
The water collecting area 14 is connected with the settling area 13 and is used for collecting the sewage settled in the settling area 13, and the water collecting area 14 is provided with a water pump 141 for pumping the sewage into the artificial wetland treatment equipment 2.
The gas collecting pipeline 15 is arranged above the sewage treatment equipment 1, and odor/tail gas generated by the sewage treatment equipment 1 is collected above the equipment by adopting the gas collecting pipeline and passes through the impermeable layer to be introduced into the artificial wetland treatment equipment above; the tail gas/odor contains oxygen, methane, carbon dioxide and other components, can provide oxygen and carbon sources for microorganisms in the artificial wetland system, and improves the sewage treatment efficiency of the artificial wetland.
The artificial wetland treatment equipment comprises a water distribution tank 21, a water distribution pipeline 22, an air distribution pipeline 23, an intermediate treatment component 24 and a water outlet tank 25;
the water distribution tank 21 and the water collection area 14 pump the sewage in the water collection area into the water distribution tank 21 by the water pump 141.
The water distribution pipeline 22 is connected with the water distribution groove 21, and the gas distribution pipeline 23 is connected with the gas collection pipeline 15; a valve 26 is arranged between the water distribution tank 21 and the water distribution pipeline 22, the valve 26 is arranged in a valve well 261, and sewage is controlled to enter the water distribution pipeline 22 through the valve well 261 after reaching the water distribution tank 21.
The intermediate treatment assembly 24 sequentially comprises an impermeable layer 241, a packing layer 242 and an ecological layer 243 from bottom to top, the water distribution pipeline 22 and the air distribution pipeline 23 are arranged between the impermeable layer 241 and the packing layer 242, a plurality of small holes are formed in the water distribution pipeline 22, and water overflows from the small holes and flows upwards to sequentially pass through the packing layer 242 and the ecological layer 243.
The packing layer comprises three layers of packing, and the packing layer sequentially comprises a first packing layer 2421, a second packing layer 2422 and a third packing layer 2423 from bottom to top, wherein the particle size of the first packing layer is 16-32mm, the particle size of the second packing layer is 8-16mm, and the particle size of the third packing layer is 4-8 mm. The thickness of the filler layer is 0.6-1 m.
The ecological layer 243 comprises a water and soil layer 2431 and a plant planting layer 2432, wherein the water and soil layer can comprise animals such as earthworms, so that the oxygen supply amount is increased while sewage and sludge are decomposed and absorbed, and the ammoniation of organic nitrogen and the nitrification of ammonia nitrogen are promoted by using microorganisms in animal excrement; the aquatic plants planted in the plant planting layer can decompose and convert organic matters, the roots and stems of the aquatic plants can adsorb heavy metals and toxic and harmful substances, and attached microorganisms in a larger area and oxygen conveyed by the aquatic plants can further purify water quality and increase water body activity. The plant planting layer can be used for planting two or three kinds of aquatic plants in a matched mode according to the actual conditions of projects, and the aquatic plants can be one of plants with strong stain resistance and good landscape effect, such as cattail, allium fistulosum, thalictrum ramosissimum, drocalamus latiflorus, canna indica and the like.
The effluent pool 25 is arranged at the leftmost side of the upper layer, and sewage is finally discharged by the effluent pool after being purified by the ecological layer.
The method for treating rural domestic sewage by using the resource regeneration type artificial wetland system is carried out according to the following steps:
1) rural domestic sewage enters sewage treatment equipment after being collected, effluent enters a water collecting area, is lifted to artificial wetland treatment equipment above the sewage treatment equipment through a pump, and is subjected to combined action of a packing layer of the artificial wetland treatment equipment, microorganisms, plants and animals, so that pollutants are decomposed, water quality is purified, and finally the effluent reaches the standard and is discharged.
2) The tail gas of the sewage treatment equipment is collected and then discharged into the constructed wetland treatment equipment through the gas distribution pipeline, so that sufficient oxygen and nutrient substances are provided for the constructed wetland treatment equipment, the wetland treatment function is improved, and the wetland blockage is reduced.
Example 1
100 tons of domestic sewage are treated every day in a certain village of Suzhou, and the quality of inlet water BOD5240mg/L, 320mg/L COD, 120mg/L SS, 30mg/L ammonia nitrogen, 50mg/L total nitrogen and 4mg/L total phosphorus.
The sewage firstly enters the buried integrated sewage treatment equipment, enters the artificial wetland treatment system after the combined sewage treatment process, and simultaneously, the tail gas generated by the integrated sewage treatment equipment is adoptedThe pipeline is collected and directly discharged upwards into the artificial wetland treatment system. The wetland adopts waste modified biomass filler, the thickness of the filler layer is 0.6m, the particle sizes of the filler are 4-8mm, 8-16mm and 16-32mm, and the thicknesses of various particle sizes are 0.2m respectively. Canna and droughhaired bevel grass are planted above the wetland in a matching way. The floor area of the buried integrated sewage treatment equipment is 42m2The floor area of the artificial wetland system on the left and the right and the ground is 60m2。
After 1 month of debugging and 2 years of operation, the effluent quality of the artificial wetland treatment device reaches the first-class A standard of pollutant discharge Standard of municipal wastewater treatment plant (GB18918-2002), even reaches the IV-class water standard requirement of environmental quality Standard of surface Water (GB3838-2002) in many times, and the operation cost is only 6 gross money.
The above-mentioned embodiments are merely preferred embodiments for fully illustrating the present invention, and the scope of the present invention is not limited thereto. The equivalent substitution or change made by the technical personnel in the technical field on the basis of the invention is all within the protection scope of the invention. The protection scope of the invention is subject to the claims.
Claims (10)
1. The resource regeneration type artificial wetland system is characterized by comprising sewage treatment equipment and artificial wetland treatment equipment, wherein the artificial wetland treatment equipment is arranged above the sewage treatment equipment;
the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area and a water collecting area which are connected in sequence, and a gas collecting pipeline arranged above the sewage treatment equipment; the adjusting area is used for homogenizing water quantity and water quality, and the upper end of the adjusting area is provided with a filter frame; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation area comprises an inclined tube filler and a sludge collecting hopper which is used for carrying out sludge-water separation on the sewage, and the sludge collecting hopper comprises a sludge reflux pump which is used for refluxing the sludge to the biochemical reaction area; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment;
the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline, an air distribution pipeline, an intermediate treatment component and a water outlet pool; the water distribution pipeline is connected with the water distribution tank, and the gas distribution pipeline is connected with the gas collection pipeline; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top, and the water distribution pipeline and the gas distribution pipeline are arranged between the impermeable layer and the packing layer; the water outlet pool is connected with the ecological layer.
2. The resource regeneration type constructed wetland system of claim 1, wherein the biochemical reaction zone adopts one of A2/O process, A/O process and multi-stage A/O process.
3. The resource regeneration type constructed wetland system of claim 1, wherein a biological filler is arranged in the biochemical reaction tank, and the biological filler is a porous high molecular polymer.
4. The resource regeneration type constructed wetland system of claim 1, wherein the packing layers sequentially comprise a first packing layer, a second packing layer and a third packing layer from bottom to top, and the particle sizes of the packing materials in the first packing layer, the second packing layer and the third packing layer are sequentially reduced.
5. The resource regeneration type constructed wetland system of claim 4, wherein the filler is a waste biomass porous filler.
6. The resource regeneration type constructed wetland system of claim 1, wherein the thickness of the packing layer is 0.6-1 m.
7. The resource regeneration type artificial wetland system of claim 1, wherein a valve is further arranged between the water distribution tank and the water distribution pipeline, and the valve is arranged in a valve well.
8. The resource regeneration type constructed wetland system of claim 1, wherein the water distribution pipeline and the gas distribution pipeline are provided with a plurality of uniformly distributed small holes.
9. The resource regeneration type constructed wetland system of claim 1, wherein the ecological layer comprises a water soil layer and a plant growing layer, and the plant growing layer is used for growing aquatic plants.
10. The resource reclamation type constructed wetland system as recited in claim 9, wherein the aquatic plant comprises at least one of typha orientalis, allium schoenoprasum, thalictrum ramosissimum, saxifrage stolonifera and canna indica.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010064003.7A CN111115981A (en) | 2020-01-20 | 2020-01-20 | Resource regeneration type constructed wetland system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010064003.7A CN111115981A (en) | 2020-01-20 | 2020-01-20 | Resource regeneration type constructed wetland system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111115981A true CN111115981A (en) | 2020-05-08 |
Family
ID=70491739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010064003.7A Pending CN111115981A (en) | 2020-01-20 | 2020-01-20 | Resource regeneration type constructed wetland system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111115981A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110963641A (en) * | 2019-11-20 | 2020-04-07 | 安徽舜禹水务股份有限公司 | Small-size self-loopa sewage treatment device |
| CN111592108A (en) * | 2020-06-15 | 2020-08-28 | 安徽锋亚环境技术有限公司 | Rain sewage purification system |
| CN114262006A (en) * | 2021-12-27 | 2022-04-01 | 桂林理工大学 | Domestic sewage and surface runoff cooperative purification system |
| CN114772867A (en) * | 2022-05-13 | 2022-07-22 | 新宇达环保科技有限公司 | Artificial wetland process for sewage treatment |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103253823A (en) * | 2013-05-02 | 2013-08-21 | 中国农业大学 | Method and system for realizing efficient wastewater treatment and waste methane gas oxidation together via artificial wetland |
| CN203212433U (en) * | 2013-04-02 | 2013-09-25 | 北京清水生态环境工程有限公司 | Rural sewage treatment system |
| CN105174626A (en) * | 2015-09-18 | 2015-12-23 | 山东大学 | Constructed wetland coupled biological reaction tank purification water-gas system |
| CN207031191U (en) * | 2017-07-06 | 2018-02-23 | 河南绿沐环保技术有限公司 | A kind of system for handling central plain area's domestic sewage in rural areas |
| CN211999337U (en) * | 2020-01-20 | 2020-11-24 | 上源环工生态环境科技(苏州)有限公司 | Resource regeneration type constructed wetland system |
-
2020
- 2020-01-20 CN CN202010064003.7A patent/CN111115981A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203212433U (en) * | 2013-04-02 | 2013-09-25 | 北京清水生态环境工程有限公司 | Rural sewage treatment system |
| CN103253823A (en) * | 2013-05-02 | 2013-08-21 | 中国农业大学 | Method and system for realizing efficient wastewater treatment and waste methane gas oxidation together via artificial wetland |
| CN105174626A (en) * | 2015-09-18 | 2015-12-23 | 山东大学 | Constructed wetland coupled biological reaction tank purification water-gas system |
| CN207031191U (en) * | 2017-07-06 | 2018-02-23 | 河南绿沐环保技术有限公司 | A kind of system for handling central plain area's domestic sewage in rural areas |
| CN211999337U (en) * | 2020-01-20 | 2020-11-24 | 上源环工生态环境科技(苏州)有限公司 | Resource regeneration type constructed wetland system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110963641A (en) * | 2019-11-20 | 2020-04-07 | 安徽舜禹水务股份有限公司 | Small-size self-loopa sewage treatment device |
| CN111592108A (en) * | 2020-06-15 | 2020-08-28 | 安徽锋亚环境技术有限公司 | Rain sewage purification system |
| CN114262006A (en) * | 2021-12-27 | 2022-04-01 | 桂林理工大学 | Domestic sewage and surface runoff cooperative purification system |
| CN114772867A (en) * | 2022-05-13 | 2022-07-22 | 新宇达环保科技有限公司 | Artificial wetland process for sewage treatment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101481194B (en) | town domestic sewage treatment process | |
| CN107055754B (en) | Circulating zero-valent iron biofilter for strengthening treatment of rural domestic sewage | |
| CN111115981A (en) | Resource regeneration type constructed wetland system | |
| CN105906159A (en) | Double coupling system for enhancing sewage in irrigation district | |
| CN1868926A (en) | Composite ecological treatment method of sewage for artificial wet land and its system | |
| CN105645677A (en) | Horizontal flow/vertical flow integrated artificial wetland and operation method thereof | |
| CN112125472B (en) | Distributed domestic sewage source separation, collection and treatment system for resource on-site recycling and pollution load reduction and design method thereof | |
| CN211999337U (en) | Resource regeneration type constructed wetland system | |
| CN101391855B (en) | Method for treating rural disperse sewage by using high load vermibiofilter | |
| CN111484206A (en) | Natural environment simulation biological sewage treatment system | |
| CN207130121U (en) | A kind of low consumption Peasants Joy sewage disposal system | |
| CN207468411U (en) | A kind of rural domestic sewage treatment system | |
| CN2908484Y (en) | Animal culturing sewage treatment system | |
| CN114516705A (en) | Sulfur-carbon cooperative assembly type bioretention pond with plant carbon source circulation and denitrification method | |
| CN113371926B (en) | Rural distributed domestic sewage biological ecological coupling device with sustainability | |
| CN110642481B (en) | Domestic sewage integrated treatment system suitable for villages and treatment method thereof | |
| CN105948423A (en) | Sewage treatment system | |
| CN205892991U (en) | Biological ecology water treatment facilities | |
| CN111689653A (en) | Biological-ecological integrated sewage treatment device and treatment method | |
| CN105601043B (en) | A kind of domestic sewage of villages and small towns ecology microkinetic processing system | |
| CN105314797B (en) | A kind of Worm biological filter tank of sewage sludge synchronization process and its application | |
| CN112142258B (en) | Resource and standard treatment method for domestic sewage of villages and towns | |
| CN204509035U (en) | Complex media marsh sewage treatment system | |
| CN211644786U (en) | Biochemical wetland ecological purification system for new rural domestic sewage | |
| CN205367891U (en) | Rural sewage treatment system of little anaerobism |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |